rs162_038-040aoa14-noIg6ca
c, ic-_-,_-6l 61 ( =Z?_�l
13 18 18 . AVENUE 44
IN THE CITY OF INDIO, CITY OF COACHELLA AND THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA SHEET 1 OF 3 SHEE S
32 0.81 N89'31'28t(A) 2733.46' (A)
SECTION CORNER AS ESTABLISHED ON _____7--- N69.30.27-E 2731.17' RECORD OF SURVERECORDER'S STATEMENT
RECORD OF SURVEY, R.S. 141/44 44 / 19
J FILED THIS- DAY OF 20Z�
FOR SECTION 13, T.SS,R.7E 226' r�^ SECTION
COMERCOMMON
NESTABLISHED PORTION OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 5 SOUTH, RANGE 7 AT7..20 A..MIN BOOK /6g2 OF RECORDS OF
PER R2. NOTHING FOUND OR SET KIV15 SURVEY, AT PAGE 3R-LICE , AT THE REQUEST OF THE
(2s22?9)RIB ^ EAST AND PORTIONS OF SECTION 19 AND SECTION 20 TOWNSHIP 5 SOUTH, RANGE 8 EAST,
2M.31' c C N COUNTY SURVEYOR.
NO2'14'37V (A) z SAN BERNARDINO MERIDIAN
DETAIL 'A nn ��•11 //
NO SCALE NIV15
PALM DESERT, CALIFORNIA I NO. d ad q - 001 ,7 0 Q
ME DETAL 1ANUARY 2021 I 400 0 200 +oo soo � �
/ 32 -1' 'A' ABOVE SEE ALTERNATE LOCATION OF LINES A►V E N U E 44 18 17 FEE. � �
N89-31.28-E (A) 2733.46' (A) 18 N89 35.531E 2692.45' 26924s')R10 19
13 I 18-4- ' 30 00 1 3. _ _ _ ( _ _ 1 " = 400 ft. PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
- �V24
,f320.41 1346.34' (134s.23)R10 1346.11' (1346.23')R10 19 1387.44 563.40 (R&M)Rl 780.18 (RkM)R1 9 38 00
SURVEYOR'S NOTES
>- 13456 8 19 -...20 BY: / .DEPUTY
a N89'30271 2731.17' o - ' THE BASIS OF BEARINGS FOR THIS SURVEY IS TAKEN ALONG �f�K
QRETRACED PER M.B. 418/39-46 ,o�, THE EAST LINE OF OF THE NORTHEAST QUARTER OF THE SOUTHEAST
a NJ GOVT LOT 2 (NWJ) N QUARTER OF SEC77ON 19, T.SS., R.BE., S.B.M., AS SHOWN BY MAP
PER RECORD OF SURVEY, R.S. 147127,
GRANT DEED PARCEL 1
W� DOC. No. 2004-0801660 O.R. N I I� i cx o BEING: N Doo��38" w SURVEYOR'S STATEMENT
h INO/p 10-8-2004 � I �o • oNo o ;; / ^ INDICATES FOUND MONUMENT. THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER
4� o: SPRINGS ( o PAR. B �v ^ n / �, MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE
V A '� ap 4) LLA 2006-01 o N ,^V INDICATES DESCRIP17ON REFERENCE NUMBER FOR FOUND MONUMENTS PROFESSIONAL LAND SURVEYORS ACT, AT THE REQUEST OF JON HOY
� q DOC. No. 12 � ^ :� NOTED IN `MONUMENT NOTES ON SHEET 2. IN OCTOBER, 2020.
N o^ r a I 2006-068168 O.R. �^ 1
O1-27-2006 vi o nj "� �„ ® O INDICATES SET 1' IRON PIPE WITH BRASS TAG STAMPED 1S 8207, PL LAND
.� '^�: PAR. 'A' LLA 2006-01 .; N FLUSH IN GROUND OR PAVEMENT, UNLESS NOTED OTHERWAISE.
DOC. No. 2006-068168 O.R. .` I I O' ` I « ; ()RI INDICATES RECORD DATA PER CERTIFICATE OF COMPL14NCE FOR LOT r�� ��� S Ay� G9G
01-27-2006 H �� ° /• I LINE ADJUSTMENT No. 2006-01 RECORDED JANLIARY 27, 2006 AS _c
G I a I 6, INSTR. No. 2006-0068168, O.R.O o
^ ! o JAY S. FAHRION DATE Z
� RIGHT-OF-WAY TO CITY OF ^ 10 ' `� P.L.S. 8207 �- N0. 8207 a
lNDIO, RECORDED 2-21-1998, I a ry � ( )R2 INDICATES RECORD DATA PER HIGHWAY MONUMENTATION MAP, COUNTY
`�o a GOVT LOT 1 NWY �' SURVEYORS MAP FILE Nos. 204-724 725 AND 726. DISTANCES SHOWN
04 �c INST. NOS. 551591, 551592, ( ) �� 16 HAVE BEEN MUL17PLED BY A SCALE IACTER OF 1.0000224 TO OBTAIN
`r AND 551593 O.R. N89'40'311 29 ®° N89'43'201E 1340.31'1(1340.35')RIO GROUND DISTANCES.
- 78207' 78200' RI � 693.45' (693_43')Rlo 646.86' ( )R3 INDICATES RECORD DATA PER OFFICIAL GOVERNMENT PLAT SIGNED F OF CAi.��
. 1 0.07' E OF LINE 1 556.29' 9-2-2020 AND FIELD NOTES PER GOVERNMENT BOOK VOLUME R 639,
N N00'0827iy PAGES 42g THROUGH 445.
37 GOVT LOT 2 (NWY) G,` I 224.27' -/ SET LEAD WITH NAIL AND
(224.38')Rf TAG
ILS
8207' IN FOOTING ��� ()R4 INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. f47/27.
35 GRANT DEED I �� �Q k )R5 INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 76/45-46.
^ Cl �� 1/16TH COR EST'D BY R, ( )Rs INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 146156. DATES OF SURVEY
\ INST. No. 061240 O.R. 3t I� c ^ /�o�PROPORT70NAL MEASUREMENT �I c ( )R7 INDICATES RECORD DATA PER CORNER RECORD, C.R. 06-0040. FIELD SURVEY WAS DONE AT VARIOUS TIMES BETWEEN OCT. 21,
a 2-17-1999 N89'06'41 ;� �I ^ �� '� PER R10 AND R15. ( )R8 INDICATES RECORD DATA PER TRACT No. 7161, M.B. 87/75-80. 2020 THROUGH JANUARY 12, 2021, AND AUGUST f0 - 11, 2023.
34 9099(91.13)Rl eb (=^ N MONUMENTS INDICATED AS SET PER THIS MAP WERE SET AUGUST
c�r ya �� , ; ►� ,,� ( )R9 INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 106194. 10 AND 11, 2023.
O• c"v rN N ( )R10 INDICATES RECORD DATA PET? TRACT No. 31562, M.B. 418/39-46.
�q�i "' D�� ' �����, �`��� ,•.`o OF THE OF
E a ( )R1I INDICATES RECORD DATA PER PARCEL MAP P.M.B. 8/57. PURPOSE OF SURVEY
ycs �� / w°' '�� ()Rf? INDICATES RECORD DATA PER PARCEL MAP P.M.B. 49/16. THE PURPOSE OF THIS SURVEY IS TO DEFINE THE BOUNDARY OF AND
GRANT DEED PARCEL 1 ( )R13 INDICATES RECORD DATA PER PARCEL MAP No. 14810, P.M.B. 66/31. SHOW THE LOCATION AND DESCRIPTION OF THE PROPERTY CORNERS
DOC. No. 2019-0173980 ( FOUND AND SET AS PART OF THIS SURVEY IN ACCORDANCE WITH
()R14 •INDICATES RECORD DATA PER PARCEL MAP No. 16367, P.M.B. 82/76. f SECTION 8762(b)(3, 4 AND 5) OF THE LAND SURVEYORS ACT, FOR THE O.R. 5-17-2019 I W ( )R15 INDICATES RECORD DATA PER PARCEL MAP No. 17805, P.M.B. 95/8. LANDS DESCRIBED IN THE FOLLOWING DOCUMENTS:
N43'26'51'OY 17 ��� b SEE OfTAL V : _ ( )R16 INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 150/73-74.
392.670 SEE DETAIL 'B' '� vs ( ON SHEET y GRANT DEED RECORDED 0211711999 AS INST. No. 061240 O.R.;
6 / (/) ( )R17 INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 141144.
(392.72)R2 36 • $ 4� • 2* 241.23• 14 COR. COMMON ( )R18 INDICATES RECORD DATA PER PARCEL MAP No. 36923, P.M.B. GRANT DEED RECORDED 1010812004 AS DOC No. 2004-0801660 O.R.;
SEE ALTERNATE LOCATION OF LINES SEE ALTERNATE LOCATION OF LINES (1328.53)RII / TO SECS 19 AND 20 GRANT DEED RECORDED 0610912015 AS DOC. No. 2015-0240797 O.R.;
N89'49'23'T(8) 1326.56'_ (1325.81')R8 NW52-11-E(B) 1328.73(1329.01)R7, R12 1060.12' f060.11'R10 271.27'\ .N ?47/s0-64.
24 19-- - - - - - 19 0- -( )R19 INDICATES RECORD DATA PET? RECORD OF SURVEY, R.S.142123. GRANT DEED RECORDED 0611112018 AS DOC. No. 2018-0236144 O.R.;
1337.64'(1337.57)R3 (1337.13')R5 1317.65'(1317.77)R3 (1318.10)R5 N89'49'511E 1331.39' (1331.38)R4 N89-50.33'E 1334.51' GRANT DEED RECORDED 05/17/?019 AS DOC. No. 2019-0173980 O.R.;
N8750'47� 2655.29'(2655.34)R3 �,_ (f334.48)R4 20 UNITED STATES OF AMERICA, THE C48A20N BAND OF MISSION INDIANS
(30.00')R330.00' 7 � 4J (R�) REFERENCE DNOTED ABOVE.
DISTANCE PER RECORD
11 NW09 f 1'W EV16TH CORNER, SEC. 19, RESERVATION.
2 '�s� SEE DUAL g . 1 RETRACED PER RS147/27, v- h SFIVF INDICATES SEARCHED FOR RECORD MONUMENT, NOTHING FOUND
'ys AT FAIT o RS 76-46 AND MB 418140. -.a, co
p. F C� o; vl � AND NOTHING SET.
'PF� 4, �Jj� �� �� ^ I) � , I �4� I NOTHING FOUND OR SET. °^� o �) �° (R) INDICATES RAM DIRECTION TO THE CURVE
z ALTERNATE LOCATION OF LINES:
(A) INDICATES SEC77ON LINE AS ESTABLISHED FOR SECTION 13 PER
�� °� LANDS OF THE UNITED STATES OF AMERICA, AS SEE2 COUNTY SURVEYOR'S STATEMENT
1'90 � N42.59'19'w �3�► TRUSTEE FOR THE CABAZON BAND OF MISSION m RECORD OF SURVEY, R.S. 141/44 AND SHOWN ON P.M.B.
144•63' ��'a'4'� INDIANS RESERVATION 247/60-64 FOR SEC77ON 24. THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
(144.61)R2,R3 4 p SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT
.1?0 I N «g (B) INDICATES SECTION LINES AS SHOWN ON PARCEL MAPS, P.M.B. 8/57, THIS DAY OF �A /V , 20 A f
�) O N UM t67 / 27 0 0. :� P.M.B. 49/16 AND RECORD OF SURVEY R.S. 76/45-46.
N43'05'21'W 12.40' 5 GOUT �I
I (1232'�� 4- LOT 1 I ^I g (C) MONUAIENTA77ON MAPS, COUNTY SAS URVEYOR FILE NOS. 204-724,HED BY DMSION OF 5
GOVT LOT 2 (SWX) '0 (SWy) 204-725, 204-726. -_
\ i„ �o � DAVID L. MCMlLLAN, COUNN
TY SURVEYOR
Tim IMAO _R\�-
ro?, �', N : '� P.L.S. 8488 �� SAND SG
INDIO SPRINGS DRIVE
1220'(12.20')R3 sfi ava
36
SE' SEC. 19 1 D �J°�s N89'504 �1337.54 6
Fa I b \ F•P 71
< `-'� �% ��`� �I S'' � � � 587.05 586.87 R3 l't
a q� l�so�ir• = ^ ( i 30.00 OF CE
N3129 37�(R) O
, .r ^ 599.25' (598.77)R3 t (30.00) C Al
\ of ds
N89'50 47 E /R3
�p NORTHERLY RIGHT-OF-WAY LINE Z u; �sj. �s it
FOR INTERSTATE 10 FREEWAY y�, of GRANT DEED DOrl No.
F 201 �o¢20s5 o.R^� g � COUNTY SURVEYOR'S NOTE
I a 08. RETRACED PER R.S. 147/27 �I h � so
N 11'05'5 71E(R) ._ 'l0 '�' o ( 0cm
a z •� �P+� 3925.08' RAD. I ^ ,i. �o ,3 N THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF
a I °9' 9?s----------� N1104'50T(R) �P o I v A sour RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN
v co o •O�q• i-----:- - N89'59'00'W F s. �o LOT 1
a I �s? 4+ �� i 4750.11 RAD 226.08'(?26.03' R4 Fly a'� aI a, THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS
Z cy moo► ?�j,99' ?O•?�, ) S 9`, �, `r '� o IS I OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH
Q I SEC77ON 66410) OF TITLE 7 OF THE GOVERNMENT CODE AND
.-►� ijr \ ?�j1 `i9j1.3' `� i �9'2%27' N88'2237"W 2 N4Z591191Y �� RIVERSIDE COUNTY ORDINANCE 460. THE PARCELS) SHOWN ON
�! ^ \ �9),Q4 R=4750n' 35339 (353.39)R4 16 Np0'p4'11'E s THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND
_ 149 91' (144.61 ')R3 14463 THER RE MAY NOT BE BUILDABLE PARCEL(S)
NOT SURVEYED \ \ R4 L L784.2?7' (149.96) y
I \ ' R4 R4 sour LOT 2 4--
24 19 9 19 13 - fswul (12.32')R31240'���
- - -46TH AVE_ `_''-- 9 20 12 N43'05 21'W .j� DAVID L McMILLAN, COUNTY SURVEYOR
- - - - - - - - - N8 'S8'1Y 1328.05' (1328_04)R1s N89'55'34'T 1323.74'(1323.85)R4 NBV57'551� 1323.70' (1323.73')R4 _ - - P.L.S. 8488
- - - - - - - - - - (7000)R1s 70.05'-� 15 u�a DETAIL 'B'
25 I 30 30 UM 150 / 73-74 f4 9M T38 1 (52 N00•o9'11'W 30 � 291 1 1" = 200' RIY. CO. 22-066
i
18 ( 17 AVENUE 44 X COR. COMMON TO
SECS. 17 AND 20 17
N89'37'33W 2646.94' (2647.23')R 15 (2647.07 )R 19 I _
19 r I J23.01(1323.16 )R 15 1323.93'(1324.07 )R15�/t
19
°.°
0
' 20
POSITION ESTABLISHED BY PROPOR7IONAL
21
20
MEASUREMENT PER R15.LO
I
Q
�
Qk�o'
I c
LO
M �
�
�
N
M
u
�-
-0 2
/
I
I4qs
�IC4
PROPORTIONAL MEASUREMENT �C)
PER R10 AND R15.
N89.4736'W
1324.89' 1324.55 R15
i
7i
� N
of o
� g
MI z
N SW'/ OF THE NW'/4
GRANT DEED PARCEL 2
DOC. No. 2019-0173980 O.R.
I 5-17-2019
X COR. COMMON TO
= SECS. 19 AND 20.
N895739 W
19 �20— — 1325.82' (1325.85 )R6 (1325.95 )R15
20 GRANT DEED PARCEL 3
o;
0
0
N
b
z
N
2649.22' (2649.48')Rl5
1324.33' (1324.93)R15
Vl67H COR. EST'D BY -Z
PROPORTIONAL MEASUREMENT
PER R 15.
t2 I ,�
rnlo
�I
400 0 200 400 800
7-
NOTES: = 400 ft.
SEE SHEET 1 FOR SURVEYORS NOTES AND RECORD REFERENCES.
GRANT DEED
DOC. No. 2018-0236144 O.R.
6-11-2018 -n
4(Z'
O'�ry0
vo-
..� -k '
kA Q' rn
b
1060.12' -�
271.27' (271.27)RIO�
1334.51N89.50331E
\�E11167H
N89'49'511� 1331.39' I
CORNER, SEC. 19,
RETRACED PER RS 147/27,
RS 76-46 AND MB 418140.
I I
NOTHING FOUND OR SET
''Y15 DETAIL 'D'
NOT TO SCALE
2651.52' (2651.57)R6 (2651.75)R15
1325.70' (1325.72 )R6 (1325.80')R15 N8959'138 1327.53' J
C9 COR., SEC. 20 EV16TH COR.,J I 22
co PER RS146156, USING POSITION REESTABLISHED PER RS146/56, SEC. 20
DOC. No. 2019-0173980 O.R. �! ^ RE-ESTABLISHED CM. HOLDING RECORD BEARING AND DISTANCE
4! �I 5-17-2019 N n
^o o - o FROM MON No. 23, AND CHECKING
�_ o of � N ih 0 F THE NW'/ OF THE SW�/ N M ( DISTANCES TO MONUMENTS No. 20 and 21. i �q
NNE N V- Of`. cv
SEE DETAIL 'CAT RI(77 '�T
N l N
N89 55'S0"W 1325.59' ^ I °' I
N
P
M
1 c�
N89'59'00'W
226.08',
N89-54.01-W 1325.59' (1325.59')R6 J Nq
POSITION RETRACED .N
PER RS146/56,
I10 of
ip
�o z
24
10
_N89'54'01'W 1325.35' 1325.3�R6 �a� N89'56'34"W 1326.58' (1326.63)R6 �\
— � ® I _ 23 I
� I I
I I
I I
I I
FMB 82 / 76 �
I I
I I
NOO'04'111E
149.91' (149.96')R4
19 ' 20 12
15
30 29
INTERSTATE 10 FREEWAY
N% OF NW% OF SW%
SEC. 20
o
GRANT DEED PARCEL 3
o I
DOC. No. 2019-0173980 O.R.
5-17-2019
o)
SOUTH LINE OF 14 OF
p®
NW4 OF SWj SEC. 20
®
3.58'(3.59)R6
26 N89 55'S0'W 1325.59'
F'
N89 54'01 'W 1325.59' /
J
M .
NORTH LINE OF SOUTH 20
o m
ACRES PER R.S. 146/56
co
z10v�^
APPARENT GAP BETWEEN LAND
DESCRIPTIONS PER THE NOTED
RECORDS.
l 10
DETAIL ' Ci CIS
NOT TO SCALE I
4.28'
(4.26)
r''41:
z
aoay -ool y 6 oa
IN THE CITY OF INDIO, CITY OF COACHELLA AND THE UNINCORPORATED ShEET 2 OF 3 SHET3
TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA
m I alKel Z4 lwqj a;11A zikvj
PORTION OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 5 SOUTH, RANGE 7
EAST AND PORTIONS OF SECTION 19 AND SECTION 20, TOWNSHIP 5 SOUTH, RANGE 8 EAST,
SAN BERNARDINO MERIDIAN
ALIFO
NIV15 PALNJANUARYDESERT,C 2021RNIA
MONUMENT NOTES:
�1 2" DIA. BRASS CAP IN WELL, DN. 0.2, STAMPED "BLM API 2020-,
PER GOVERNMENT FIELD NOTES (VOL R 639, PG. 428-445) DATED JUL
17, 2020. ACCEPTED AS CORNER OF RIGHT-OF-WAY OF INDIO SPRINGS
DRIVE
a 3,9" DIA. ,BRASS CAP, FLUSH IN TOP OF CURB, STAMPED "BLM AP2 WC
2020-, PER GOVERNMENT FIELD N071_S (VOL R 639, PG. 428-445)
DATED.JUL. 17, 202a ACCEPTED AS AS A POINT ON THE SOUTHERLY
RIGHT-OF-WAY LINE OF INDIO SPRINGS DRIVE.
❑3 2" DIA. BRASS CAP IN WELL, ON. a2, STAMPED "BLM AP3 2020",
PER GOVERNMENT FIELD N07ES (VOL R 639, PG. 428-445) DATED JUL
17, 2020. ACCEPTED AS POINT AS POINT ON THE NORTHERLY
RIGHT-OF-WAY LINE FOR INTERSTATE 10 FREEWAY.
❑4 2" DIA. BRASS CAP IN WELL, ON. 0.2, STAMPED "BLM AP4 2020",
PER GOVERNMENT FIELD NOTES (VOL. R 639, PG. 428-445) DATED vL
17, 2020. ACCEPTED AS POINT AS POINT ON THE NORTHERLY
RIGHT-OF-WAY LINE OF INTERSTATE 10 FREEWAY.
El 2" DIA. BRASS CAP IN WELL, DN. 0.3, STAMPED BLM AP5 2020",
PER GOVERNMENT FIELD NOTES (VOL R 639, PG. 428-445) DATED vL
17, 2020. ACCEPTED AS POINT AS POINT ON 7HE NORTHERLY
RIGHT-OF-WAY LINE FOR INTERSTATE 10 FREEWAY.
F6 331" DIA. BRASS CAP, DN. 0.7, , STAMPED BLM S1/16 S19 2020',
PER GOVERNMENT FIELD NOTES (VOL R 639, PG. 428-445) DATED JUL
17, 2020. ACCEPTED AS CW1116TH COR. PER GOVERNMENT FIELD
NOTES (VOL. R 639, PG. 428-445) DATED JUL 17, 2020.
71 3,4- DIA. (BRASS CAP, DN. a2, , STAMPED 'C9 SEC 19 1978, PER
GOVERNMENT FIELD NOTES (VOL. R 639, PG. 428-445) DATED vL 17,
2020. ACCEPTED AS THE CENT ERM COR., SEC. 19.
lfl 3" DIA. GLO BRASS CAP, ON. a7, STAMPED -9 S18 / S19-, PER
RECORD OF SURVEY R.S. 142/23 AND C.R. 06-0040. ACCEPTED AS N'4
COR., SEC. 19.
R 3;V" DIA. BRASS CAP, UP 0.4, STAMPED "US001 BLM 1/16 S19 / S30
1977", PER RECORD OF SURVEY, R.S. 150/73-74. ACCEPTED AS
W1/16TH COR SEC. 19 AND 30.
10 3,4" DIA. BRASS CAP, DN. 2.0, , STAMPED "BLM S1/16 C-C S19-20
19787, PER RECORD OF SURVEY R.S. 147/27. ACCEPTED AS S1/167H
COR., SEC. 20.
11 1" IRON PIPE WI714 TAG STAMPED "DIV OF HWYS , ON. 0.2,' PER
RECORD OF SURVEY R.S. 76/44-46 AND P.M.B. 247/60-64, DIVISION
OF HIGHWAYS MONUMENTA71ON MAP, FILE No. 204-724 AND
GOVERNMENT FIELD NOTES VOL R 639, PAGE 43Z ACCEPTED AS W'X
COR., SEC 19.
12 3/4" BRASS TAG STAMPED "DIV OF HWYS", FLUSH IN CONCRETE, PER
RECORD OF SURVEY R.S. 147/27. ACCEPTED AS SOUTHEAST CORNER
OF SEC 19.
13 1" IRON PIPE IMTH TAG STAMPED "DIV OF HWYS", FLUSH, PER RECORD
OF SURVEY R.S. 150/73-74. ACCEPTED AS X COR COMMON TO
SECTIONS 19 AND 30.
14 1" IRON PIPE VMTH NO TAG, DN. 0.3, PER RECORD OF SURVEY R.S.
150/73-74. ACCEPTED AS E1/16TH COR., SEC. 19.
15 1" IRON PIPE WITH TAG STAMPED "DIV OF HWYS" DN. 0.5,' PER
RECORD OF SURVEY R.S. 150/73-74. ACCEPTED AS A POINT ON THE
SOUTHERLY RIGHT-OF-WAY LINE OF INTERSTATE 10 FREEWAY AND
EAST LINE OF SEC. 30.
16 1" IRON PIPE WITH TAG ILLEGIBLE, ON. 1.0, LEANING E'LY, IN LIEU OF
1" I.P. OPEN PER RECORD OF SURVEY R.S. 147127. ACCEPTED AS THE
INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF THE
INTERSTATE 10 FREEWAY AND THE COMMON SEC. LINE FOR SEC71ONS 19
AND 20.
17 1" IRON PIPE WITH PLASTIC PLUG STAMPED "DIV OF HWYS , DN. a7,'
PER DIVISION OF HIGHWAYS MONUMENTATION MAP, FILE No. 204-724
AND GOVERNMENT FIELD NOTES VOL R 639, PAGE 440. ACCEPTED AS
ANGLE POINT IN THE NORTHERLY RIGHT-OF-WAY LINE FOR INTERSTATE
10 FREEWAY.
18 3/4" BRASS TAG 1417H NAIL AND LEAD, STAMPED "DIV OF HWYS ,
FLUSH IN CONCRETE, PER P.M.B. 247/60-64 AND DIVISION OF
HIGHWAYS MONUMENTA77ON MAP, FILE No. 204-724, RIVERSIDE COUNTY
SURVEYORS OFFICE. ACCEPTED AS 7HE CENTERLINE INTERSEC770N FOR
GOLF CENTER DRIVE (FORMERLY VAN BUREN STREET) AND 7HE
WESTBOUND INTERSTATE 10 FREEWAY.
19 1" IRON PIPE WITH PLAS77C PLUG STAMPED "LS8756", ON. 0.5, PER
RECORD OF SURVEY R.S. 142123. ACCEPTED AS THE NORTHEAST
CORNER OF SEC. 19.
20 1" IRON PIPE WITH TAG STAMPED "LS 4989 , FLUSH, PER RECORD OF
SURVEY R.S. 147/27. ACCEPTED AS X COR. COMMON TO SEC77ONS 19
AND 20.
21 2" x 2" WOOD HUB N17H BRASS TAG STAMPED RIV CO SURVEYOR",
DN. 0.2, PER RECORD OF SURVEY R.S. 142123. ACCEPTED AS THE N
9 COR. OF SEC. 20.
22 1" IRON PIPE WITH BRASS TAG STAMPED "LS 3638 , DN. 0.6. PER
P.M.B. 66/31.. ACCEPTED AS E1/16TH COR, SEC. 2a
23 1* IRON PIPE WITH BRASS TAG STAMPED "LS 3638" ON. 0.7, PER
RECORD OF SURVEY R.S. 146156. ACCEPTED AS NE COR. OF 7HE SEX
OF THE SW,14 OF SEC. 20.
24 1" IRON PIPE WITH BRASS TAG STAMPED "LS 3638 , FLUSH, PER
RECORD OF SURVEY R.S. 146156. ACCEPTED AS SE COR. OF THE NWX
OF THE SWX OF SEC. 20.
25 1" IRON PIPE WITH TAG STAMPED "LS 4989", FLUSH, PER RECORD OF
SURVEY R.S. 146156. ACCEPTED AS THE NORTHEAST CORNER OF THE
SOUTH 20 ACRES OF 7HE NWX OF THE SW9, SEC. 20.
26 1' IRON PIPE WITH TAG STAMPED "LS 4989 , DESTROYED, FOUND LYING
ALONGSIDE ON GROUND, POS177ON NOT USED, NOTHING SET.
27 BRASS TAG STAMPED "C. V.C. W.D. " ON 4x4 WOOD POST, ON. 0.2,
ACCEPTED AS THE SW CORNER OF PARCEL 2 PER P.M.B. 95/8 AND
7HE NORTHEAST CORNER OF 7HE SW'4 OF THE NWx OF SEC. 20.
28 3/4" IRON PIPE (REMAINS OF), NO TAG, DN. 0.5, AT 0.61' EAST OF
LINE PER M.B. 418/39-46. ACCEPTED AS POINT ON THE NORTH LINE
OF THE SEX OF THE NE9 OF SEC 19 PER P.M.B. 59/43-44.
29 3/4" IRON PIPE WITH TAG "LS 4075" FLUSH, PER CORNER RECORD
C.R. 2006-0040. ACCEPTED AS THE NORTHEAST CORNER OF TRACT No.
7161 PER C.R. 06-0040 AND A POINT ON THE EAST LINE OF
GOVERNMENT LOT 1 OF THE NW9 OF SEC. 19.
30 3/4" IRON PIPE WITH PLAS77C PLUG STAMPED "LS 4075 , UP 0.4, PER
CORNER RECORD C.R. 2006-0040, ACCEPTED AS POINT ON BOUNDARY
OF TRACT 7161.
31 3/4" BRASS TAG WITH NAIL AND LEAD, STAMPED "LS 4075 , FLUSH IN
TOP WEST EDGE OF WALL PER CORNER RECORD C.R. 2006-0040,
ACCEPTED AS POINT ON BOUNDARY OF TRACT 7161.
32 2" DIA. BRASS CAP, FLUSH, STAMPED "SEC COR LS7070" PER P.M.B.
247/60-64. NOT ACCEPTED FOR THIS SURVEY AS THE POSITION FOR
THE NORTHWEST CORNER OF SECTION 19. SEE ALTERNATE LOCATION OF
SEC71ON LINES
33 3/4' BRASS TAG WITH NAIL AND LEAD, STAMPED "RCE 16807 , FLUSH
IN EAST FACE OF WALL AT TOP, PER RECORD OF SURVEY R.S. 106194.
ACCEPTED AS BEING 0.10' EASTERLY OF CORNER FOR PARCEL 'A' OF
R.S. 106-94.
34 3/4' BRASS TAG W17H NAIL AND LEAD, STAMPED "RCE 16807. FLUSH
IN TOP OF WALL PER RECORD OF SURVEY R.S. 106194. NOT ACCEPTED
AS ANGLE POINT IN EASTERLY LINE OF PARCEL 'A' OF R.S. 106-94.
35 3/4" BRASS TAG WITH NAIL AND LEAD, STAMPED "LS 4152", FLUSH IN
TOP OF WALL PER RECORD OF SURVEY R.S. 106194. ACCEPTED AS
ANGLE POINT IN EASTERLY LINE OF PARCEL 'A' OF R.S. 106-94.
36 3/4" IRON PIPE (REMAINS OF), NO TAG, DN. 0.5, AS SHOWN PER
CORNER RECORD C.R. 2006-0040, NO REFERENCE.
37 1' IRON PIPE WITH PLAS77C PLUG STAMPED "DIV OF HWYS", DN. 0.5,'
PER DIVISION OF HIGHWAYS MONUMENTA71ON MAP, FILE No. 204-724.
38 COPPERWELD (IX-) BRASS CAP STAMPED "LS 8508", FLUSH, NO
REFERENCE. ACCEPTED AS NE1/167H COR., SEC. 19.
RIV. CO. 22-066
ac�Llxo /46oa
0 1Z I' on I
IN THE CITY OF INDIO, CITY OF COACHELLA AND THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA
RECORD OF SURVEY
PORTION OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 5 SOUTH, RANGE 7 EAST AND
PORTIONS OF SECTION 19 AND SECTION 20, TOWNSHIP 5 SOUTH, RANGE 8 EAST,
SAN BERNARDINO MERIDIAN
8 � SEE ALTERNATE LOCATION Of LINES (SHT. 1) AVENUE NORTHEAST CORNER OF 44 N1V15
PALM DESERT, CALIFORNIA
N89.3128E (A) LOT 2 OF THE NWT. 2733•46' 18 JANUARY 2021
SEE DETAIL 'A' 32 13 I 18 67.03' N89'30'27E 2731.17 1343.73' 1343.75')R1,R11,R12
ON SHEET 1 1387.44 1386.29 R1,R11,R12 - -
1320.41'
563 40' 1563 40')R1 780.18' (780.18')Rl 19 8
� ao
SHEET 3 OF 3 SHEET3
24 .19 N89'
44 ' 51
WEST AND NORTH LINES OF SECTION 19 PER (30.NW
R2 AS SHOWN HERE USED FOR RETRACEMENT NDO'St 44'1N 3027E 134356 (1343.56)R12
2
it NORTHWEST CORNER OF
30.00' WIDE
OF DOCUMENTS DATED PRIOR TO 2-25-2014.
PAR. 1, PMB 49/16.
SEE DETAIL 'A' ON SHEET 1. N
,7 N • I O p „�� E9
I z I N� N N
N d=10.35'14" I HIV 5
L=16021' GRANT DEED INST. No. 061240
Q DATA FOR CENTERLINE OF GOLF CENTER PARKWAY, O.R. 2-17-19 99 � N L V
N81'36 26y(yl N
. hN --- INDIO SPRINGS PARKWAY AND INDIO SPRINGS DRIVE IS PAR. B LLA 2006-01
001 �' N ; N32'48'23"W 73.31' RECORD PER DEDICATIONS RECORDED 2-21-1998 AS (� D 0 C. N 0. 2006 - 06 816 8 0. R. N
�lgINST. cc
NOS. 551591, 551952 AND 551953 O.R. USING
/NQ� THE WEST LINE OF SECTION 19 PER R2 AND R 12 ( FMB {off �,7 N 01- 2 7 - 2 0 0 6 ,� zoo o r o0 zoo 400
n N7s SP F(I B 8 5
D N
N753g:29 9?91y 5g� RINCjs A I Z o Lu 1,� = 200 ft.
GRANT DEED PARCEL 2 --- _ ,w s� Q, z uj
D OC. No. ,h �',� '9�Q SEE SHEET 1 NOTES:
2004- 08016 6 0 O.R. c�o`�/ GRANT DEED PARCEL 1 SEE SHEET 1 FOR SURVEYORS NOTES" AND RECORD REFERENCES
10 8 2004 _ 30_SEE D LAVIL c,e '��' DOC. No. 2004-0801660 O.R. I SEE SHEET 2 FOR MONUMENT NOTES
N36'05'47E(R1,�-- AT RIGHT
10-8-2004 i
^
SFNF ` ��. OG�h oG°Q C2 \'` C9 I SEC. LINE; SEC. 19
SEE SHEET 1 �h
N50'S9'37"W�R _ _ _ °� I 50.00' N .I
SFNF
SFNF L7� , M .6R�� 2�9.74' Cti C3 N49'O1 '24E(R) N
�ct
'� LS N I p0 L2 'I N I
I
N6628'15W50 ��� d=96'00'Ot" \`� L=297. 4' ��1 I
0 9 SFNF R=267.00' OQ� I \ .
(7 6
C12 \ • L=447.36' NO3'48'21 E(R) P 2 N R 7.00' I
• N56'22'10'1Y(R) PRC�� L=283'
K72.42'(72.45')Rl8
N84'2_9'S6"W 30 �.c,N R -.` ' P` 6�. „� �N69'31'17"W(R) z PAR. 'A'
1849'00'13E O J NO2'11'39"W(A) Q �\a 82.44 (81.49) 33 �06$ 2�06 LA 2006-1
I N
N GOVT LOT 2 (NW% Q�( �21 ,q Z a
/ ) 3 0.10' E. OF COR. 2 �1 1* 0-
SFN 228.07(228.00)R9 / G. \�'Q G. - O o 30' 35
258.09R1 ' J ^Jb
� �� �� W Z I CIO
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N89'405E °;� 0.28'34
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o DETAIL G I
NOT TO SCALE
<Ov)
�^^ ip- N25'08'29 W
woff` 57.72' N 65.99(66.00')Rt ' V5 DETAIL 'F'
35 - \ ( NOT TO SCALE
SFNF \ /
c SEE DETAIL--
z
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y - ., LLA 2006 1 Z ,
sue, Q.R. 2-17 1999 N89064fE _ �clp
ao LI�1J l�JR9) �J�i? �� 9099,.A,:,
9 9� t6
o ss J (91.13)Rl �o b �s �� 9�
�O101,
Sao 2 (91.01)R7 N89'4923E 235.77' 2 ®-
F= it
o ."^� o
J
N SFNF y `ro ��o0 30 4AJ INDIO SPRINGS o DR.
SEE ALTERNATE LOCATION o OF LINES, SHEET 1 36
N89'5213E(B) 1328.73' - -
Q �� C _ ••- N89'49'23E B 1326.56' -
N � � 11.48' (11.32)R5 _ N89'50'47E
°o 5/ `c n� - - N89'50'47E 133Z 64' 6
�/�NORTHERLY RIGHT-OF-WAY LINE FOR '�- G k 6 " v O•W 1.47
/A INTERSTATE 10 FREEWAY RE-ESTABLISHED % c�`El �o
BY PROPOR4TIONAL MEASUREMENT PER �� `� �1�0�c. � 'o O N
'�� MAP No. 204-724 AND 725. z J�� i `tip
NORTHERLY RIGHT-OF-WAY ' N C4 ESTABLISHED PER P.M.B. 49/16. oa ` `�'
.k N89'50'47E Z .� �599.22'(598.77)R3 IIc
yt CENTERLINE ESTABLISHED PER DIV. 2 - 21 1
/y I 17 �. - �• OF HWYS 204-724 AND 725. , ,
-9 y �� SEE DETAIL E ` 21074 �
`�AT RIGHT
SEE ALTERNATE LOCATION (2
11 o OF LINES (SHT. 1) 7t
(7o�
Z W o 3 0 l
I ��i`,��Oss�No8�94923E (B) 1326.56' I �.O24 R3 734R
,710.08(710.23)7' GO4
N89'50'47E SEEDETAI'8'
\ o
I I
\ i ON SHT. 1 - - DETAIL 'E' V5
NOT TO SCALE
LINE DATA
COURSE
LENGTH
BEARING
L 1
100.87'
N42' 33' 36E
L2
30.48'
N42' 33' 36 E
L3
73.31 '
N61' 29' 251E
L4
41.06'
N61' 29' 25E
L5
32.25'
N61' 29' 25E
L6
67.00'
N69' 43' 33"W(R)
L7
21.75'
N7706'39 "W
L8
65.32'
N65'03'02"W
L9
130.82'
N19'35'27"W'
L 10
183.27'
NO2' 11 '39 "W
L11
277.26'
NO2'11'39"W
CURVE DATA
CURVE
LENGTH
RADIUS
DELTA
Cl
212.63'
560.00'
21'45'16"
C2
45.46'
27.00'
962749"
C3
45.4
227.00'
96'27 36"
C4
238.81 '
267.00'
51' 1445"
C5
230.90'
800.00'
16'32'13"
C6
83.09'
800.00'
05'57'03"
C7
363.18'
600.00'
34'40'53"
C8
295.50'
600.00'
28'13'05"
C9
67.69'
600.00'
06'2748"
C10
268.32'
300.00'
51'14'45"
C i l
502.66'
300.00'
96'00'01 "
C12
163.49'
333.00'
28'0746"
C13
283.20'
867.00'
18'4255"
C 14
401.05'
800.00'
28'4324"
C 15
280.36'
867.00'
18'31 '40"
RIV. CO. 22-066